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Testing Report for 2016-02-12-3-2

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

DEA: 08043514
EFIS: 0800000010
Project ID: 208714
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-58-R22.2/R31.1
Work Description: REALIGN AND WIDEN 2 TO 4 LANES EXPRESSWAY
Location Description: HINKLEY ROAD FROM 2.4 MILES WEST OF HIDDEN RIVER ROAD TO? 0.7 MILE EAST OF LENWOOD ROAD.
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Shaine Shahidi
Structure Rep.: Ahmad Ankir

Sample Information

DIME Sample ID: 2016-02-12-3
TL Number from the TL Form: C32
Sample Submitted By Organization: CT - Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 2/12/2016
Date that the sample was received by the laboratory/organization performing the testing: 2/17/2016
The quantity of what the sample constitutes: 8
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 915-C32
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: Robertsons

Material Information

The concrete mix design number: SC675B38
The truck number from where the sample was collected: 1214
The batch plant ticket number from where the sample was collected: 1418907
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: Back of the truck
Where the material sample would have been placed if not sampled: Lenwood OC Bridge Stem and Soffit
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Information

DIME Test ID: 2016-02-12-3-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 2/26/2016
Verified Date: 2/26/2016
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength (to nearest 10 psi): 4110 psi
Maximum load on cylinder 1: 116210 lb
Maximum load on cylinder 2: 117070 lb
Compressive strength of cylinder 1: 4096.2 psi
Type of fracture pattern of cylinder 1: 3
Compressive strength of cylinder 2: 4126.5 psi
Type of fracture pattern of cylinder 2: 2
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: no data
Age of specimen: 14 days
Age of specimen in hours: no data